Amendment_0005_Drawing_Document.pdf
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- W912ER-19-R-0001
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Amendment 0005 Drawing Document
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US Army Corps of Engineers ®
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Middle East District
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UNLESS OTHERWISE NOTED ALL LINEAR
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GENERAL
CIVIL - SITE DESIGN
CIVIL - SITE UTILITY
CIVIL - SITE ELECTRICAL
GENERAL / CIVIL - DRAWING INDEX
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SHT REF
NO. SHEET FILE NAME
REVISIONS
TITLEREV NO.
AM/COP
NO.
GI000 UE-452312-GI000CV.dwg COVER
X GI001 UE-452312-GI001SH04.dwg 5 AM #0005 DRAWING INDEX - SHEET 1
X GI002 UE-452312-GI002SH.dwg 3 AM #0003 DRAWING INDEX - SHEET 2
X GI003 UE-452312-GI003SH04.dwg 5 AM #0005 DRAWING INDEX - SHEET 3
GI004 UE-452312-GI004GN.dwg ABBREVIATIONS - SHEET 1
GI004A UE-452312-GI004AGN.dwg ABBREVIATIONS - SHEET 2
GI005 UE-452312-GI005GN.dwg GENERAL AND SITE LEGEND
GI006 UE-452312-GI006GN.dwg MECHANICAL LEGEND
GI007 UE-452312-GI007GN.dwg ELECTRICAL LEGEND
X GI008 UE-452312-GI008GN04.dwg 5 AM #0005 ELECTRICAL/ TELECOM LEGEND
GI009 UE-452312-GI009GN.dwg ELECTRICAL HAZARDARDOUS LOCATION PLAN
GI010 UE-452312-GI010PN.dwg SITE GRID 1000
GI011 UE-452312-GI011PN.dwg SITE GRID 500
X GC001 UE-452312-GC001GN03.dwg 3 AM #0003 SITE PHASING NOTES
X GC100 UE-452312-GC100PN03.dwg 3 AM #0003 OVERALL SITE PHASING PLAN
GCH13 UE-452312-GCH13PN.dwg SITE PHASING PLAN - SHEET 1 - AREA H13
GCH14 UE-452312-GCH14PN.dwg SITE PHASING PLAN - SHEET 2 - AREA H14
GCH15 UE-452312-GCH15PN.dwg SITE PHASING PLAN - SHEET 3 - AREA H15
X GCJ13 UE-452312-GCJ13PN03.dwg 3 AM #0003 SITE PHASING PLAN - SHEET 4 - AREA J13
X GCK13 UE-452312-GCK13PN03.dwg 3 AM #0003 SITE PHASING PLAN - SHEET 5 - AREA K13
X GCK14 UE-452312-GCK14PN03.dwg 3 AM #0003 SITE PHASING PLAN - SHEET 6 - AREA K14
GC501 UE-452312-GC501DT.dwg SITE BARRICADE AND SIGNAGE DETAILS
B-100 UE-452312-B-100PN.dwg BORING LOCATION PLAN
BB601 UE-452312-BB601SH.dwg BORING LOGS - SHEET 1
BB602 UE-452312-BB602SH.dwg BORING LOGS - SHEET 2
BB603 UE-452312-BB603SH.dwg BORING LOGS - SHEET 3
BB604 UE-452312-BB604SH.dwg BORING LOGS - SHEET 4
C-100 UE-452312-C-100PN.dwg SITE LOCATION AND ACCESS PLAN
C-101 UE-452312-C-101PN.dwg OVERALL BASE AND KEYMAP
C-102 UE-452312-C-102PN.dwg SURVEY CONTROL LOCATION PLAN
X CDJ13 UE-452312-CDJ13PN03.dwg 3 AM #0003 DEMOLITION PLAN - AREA J13
CDJ14 UE-452312-CDJ14PN.dwg DEMOLITION PLAN - AREA J14
X CDK13 UE-452312-CDK13PN03.dwg 3 AM #0003 DEMOLITION PLAN - AREA K13
X CDK14 UE-452312-CDK14PN03.dwg 3 AM #0003 DEMOLITION PLAN - AREA K14
CSK13B UE-452312-CSK13BPN.dwg SITE LAYOUT PLAN - AREA K13B
CSK14A UE-452312-CSK14APN.dwg SITE LAYOUT PLAN - AREA K14A
X CS301 UE-452312-CS301SC03.dwg 3 AM #0003 TYPICAL SECTIONS
CS601 UE-452312-CS601SH.dwg HORIZONTAL CONTROL TABLES
CGK13B UE-452312-CGK13BPN.dwg GRADING PLAN - AREA K13B
CGK14A UE-452312-CGK14APN.dwg GRADING PLAN - AREA K14A
CG201 UE-452312-CG201PR.dwg ROAD PROFILE
CP401 UE-452312-CP101PN.dwg PCCP JOINT LAYOUT ENLARGED PLAN
CP402 UE-452312-CP402PN.dwg PCCP JOINT LAYOUT ENLARGED PLAN
CP501 UE-452312-CP501DT.dwg PCCP JOINT DETAILS
CP502 UE-452312-CP502DT.dwg PCCP JOINT SEALANT DETAILS
CP503 UE-452312-CP503DT.dwg PCCP AND REINFORCEMENT DETAILS
CP504 UE-452312-CP504DT.dwg STATIC GROUND DETAIL
CS520 UE-452312-CS520DT.dwg CIVIL DETAILS
CS520A UE-452312-CS520ADT.dwg CIVIL DETAILS
CS521 UE-452312-CS521DT.dwg CIVIL DETAILS
CS521A UE-452312-CS521ADT.dwg CIVIL DETAILS
CS522 UE-452312-CS522DT.dwg CIVIL FENCE DETAILS
CS523 UE-452312-CS523DT.dwg CIVIL FENCE DETAILS
CS524 UE-452312-CS524DT.dwg CIVIL FENCE DETAILS
CS525 UE-452312-CS525DT.dwg CIVIL FENCE DETAILS
CS526 UE-452312-CS526DT.dwg CIVIL FENCE DETAILS
CS527 UE-452312-CS527DT.dwg CIVIL FENCE DETAILS
CS528 UE-452312-CS528DT.dwg CIVIL FENCE DETAILS
CS529 UE-452312-CS529DT.dwg CIVIL FENCE DETAILS
CS530 UE-452312-CS530DT.dwg CIVIL FENCE DETAILS
X CUJ13 UE-452312-CUJ13PN03.dwg 3 AM #0003 UTILITY PLAN
X CUK13B UE-452312-CUK13BPN03.dwg 3 AM #0003 UTILITY PLAN - AREA K13B
X CUK14A UE-452312-CUK14APN03.dwg 3 AM #0003 UTILITY PLAN - AREA K14A
CU500 UE-452312-CU500DT.dwg UTILITY DETAILS
X CU501 UE-452312-CU501DT03.dwg 3 AM #0003 UTILITY DETAILS
EA100 UE-452312-EA100PN.dwg ELECTRICAL AIRFIELD LIGHTING KEYMAP
EAK13A UE-452312-EAK13APN.dwg ELECTRICAL AIRFIELD LIGHTING PLAN - SHEET 1 - AREA K13A
X EAK13B UE-452312-EAK13BPN.dwg 3 AM #0003 ELECTRICAL AIRFIELD LIGHTING PLAN - SHEET 2 - AREA K13B
EAK14A UE-452312-EAK14APN.dwg ELECTRICAL AIRFIELD LIGHTING PLAN - SHEET 3 - AREA K14A
ED100 UE-452312-ED100PN.dwg DEMOLITION - ELECTRICAL SITE KEYMAP
EDK13 UE-452312-EDK13PN.dwg DEMOLITION - ELECTRICAL SITE PLAN - SHEET 1 - AREA K13
EDK14 UE-452312-EDK14PN.dwg DEMOLITION - ELECTRICAL SITE PLAN - SHEET 2 - AREA K14
ES100 UE-452312-ES100PN.dwg ELECTRICAL SITE KEYMAP
ESK13B UE-452312-ESK13BPN.dwg ELECTRICAL SITE PLAN - SHEET 1 - AREA K13B
X ESK14A UE-452312-ESK14APN03.dwg 3 AM #0003 ELECTRICAL SITE PLAN - SHEET 2 - AREA K14A
ESK14C UE-452312-ESK14CPN.dwg ELECTRICAL SITE PLAN - SHEET 3 - AREA K14C
X ES400 UE-452312-ES400PN03.dwg 3 AM #0003 ELECTRICAL ENLARGED SITE PLAN - AREA K13B
ES401 UE-452312C-ES401PN.dwg ELECTRICAL POWER EQUIPMENT PLAN
ES402 UE-452312C-ES402PN.dwg ELECTRICAL GROUNDING PLAN
X ES600 UE-452312-ES600SH03.dwg 3 AM #0003 CABLE ROUTING SECTIONS
X EC101 UE-452312-EC101PN.dwg 3 AM #0003 CATHODIC PROTECTION PLAN - AREA K13B
EC501 UE-452312-EC501DT.dwg CATHODIC PROTECTION DETAILS
T-100 UE-452312-T-100PN.dwg TELECOMMUNICATION SITE KEYMAP
T-H13 UE-452312-T-H13PN.dwg SITE TELECOMMUNICATION PLAN - SHEET 1 - AREA H13
X T-H14 UE-452312-T-H14PN03.dwg 3 AM #0003 SITE TELECOMMUNICATION PLAN - SHEET 2 - AREA H14
X T-H15 UE-452312-T-H15PN03.dwg 3 AM #0003 SITE TELECOMMUNICATION PLAN - SHEET 3 - AREA H15
X T-J13 UE-452312-T-J13PN03.dwg 3 AM #0003 SITE TELECOMMUNICATION PLAN - SHEET 4 - AREA J13
X T-K13B UE-452312-T-K13BPN03.dwg 3 AM #0003 SITE TELECOMMUNICATION PLAN - SHEET 5 - AREA K13B
X T-600 UE-452312-T-600SH03.dwg 3 AM #0003 CABLE ROUTING SECTIONS
GI136 REFERENCE DRAWING ELECTRICAL UTILITY PHASING
GI138 REFERENCE DRAWING TELECOM UTILITY PHASING
CIVIL - SITE TELECOMMUNICATION
REFERENCE DRAWINGS
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US Army Corps of Engineers ®
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F
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M A
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Middle East District
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UNLESS OTHERWISE NOTED ALL LINEAR
DIMENSIONS SHOWN, ARE IN MILLIMETERS.
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($) STANDARD DETAILS
IN
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NO. SHEET FILE NAME
REVISIONS
TITLEREV NO.
AM/COP
NO.
S-520 UE-452312-S-520DT.dwg CONCRETE BUILDING DETAILS
S-521 NOT USED NOT USED
S-522 NOT USED NOT USED
S-523 NOT USED NOT USED
S-524 NOT USED NOT USED
S-525 UE-452312-S-525DT.dwg MISCELLANEOUS CONCRETE DETAILS
S-526 UE-452312-S-526DT.dwg TYPICAL CMU WALL DETAILS
S-527 UE-452312-S-527DT.dwg CMU WALL DETAILS
S-528 UE-452312-S-528DT.dwg ELECTRICAL VAULT - STRUCTURAL DETAILS - SHEET 1
S-529 UE-452312-S-529DT.dwg ELECTRICAL VAULT - STRUCTURAL DETAILS - SHEET 2
X S-530 UE-452312A-S-500SC.dwg 5 AM #0005 MANHOLE AND HANDHOLE STRUCTURAL DETAILS
PL520 UE-452312A-PL520DT.dwg PLUMBING DETAILS
MH500 UE-452312A-MH500DT.dwg HVAC DETAILS - SHEET 1
MH501 UE-452312A-MH501DT.dwg HVAC DETAILS - SHEET 2
MH502 UE-452312A-MH502DT.dwg HVAC DETAILS - SHEET 3
EA-520 UE-452312-EA-520DT.dwg AIRFIELD LIGHTING CONCRETE DUCT DETAILS, AFL, AND GUIDANCE
SIGN DUCTBANK DETAILS
EA-521 UE-452312-EA-521DT.dwg AIRFIELD LIGHTING IN-PAVEMENT LIGHT DESIGNS
EA-522 UE-452312-EA-522DT.dwg AIRFIELD LIGHTING GUIDANCE SIGN DETAILS
EA-523 UE-452312-EA-523DT.dwg AIRFIELD LIGHTING HANDHOLE INTERIOR DETAILS
EA-524 UE-452312-EA-524DT.dwg AIRFIELD LIGHTING MISCELLANEOUS DETAILS
X E-500 UE-452312-E-500DT03.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 1
X E-501 UE-452312-E-501DT03.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 2
X E-502 UE-452312-E-502DT03.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 3 - LOW VOLTAGE ELECTRICAL /
TELECOMMUNICATION MANHOLE
X E-503 UE-452312-E-503DT03.dwg 5 AM #0005 ELECTRICAL DETAILS - SHEET 4 - LOW VOLTAGE ELECTRICAL /
TELECOMMUNICATION HANDHOLE
X E-504 UE-452312-E-504DT03.dwg 5 AM #0005 ELECTRICAL DETAILS - SHEET 5 - MEDIUM VOLTAGE ELECTRICAL
MANHOLE
E-505 UE-452312-E-505DT.dwg ELECTRICAL DETAILS - SHEET 6 - DUCTBANK DETAILS
E-506 UE-452312-E-506DT.dwg ELECTRICAL DETAILS - SHEET 7 - DUCTBANK DETAILS
X E-507 UE-452312-E-507DT03.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 8 - DUCTBANK DETAILS
X E-508 UE-452312-E-508DT.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 9 - 800KW / 1000KVA GENERATOR
DETAILS
X E-509 UE-452312-E-509DT.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 10 - 1088KW / 1360KVA GENERATOR
DETAILS
E-510 UE-452312-E-510DT.dwg ELECTRICAL AND TELECOMMUNICATONS - SEISMIC SUPPORT DETAILS
X E-511 UE-452312-E-511DT03.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 11 - CABLE TRAY DETAILS
X T-500 UE-452312-T-500DT03.dwg 3 AM #0003 TELECOMMUNICATIONS DETAIL - SHEET 1
T-501 UE-452312-T-501DT.dwg TELECOMMUNICATIONS DETAIL - SHEET 2
T-502 UE-452312-T-502DT.dwg TELECOMMUNICATIONS DETAIL - SHEET 3
T-503 UE-452312-T-503DT.dwg TELECOMMUNICATIONS DETAIL - SHEET 4
X T-504 UE-452312-T-504DT03.dwg 3 AM #0003 TELECOMMUNICATIONS MISCELLANEOUS DETAILS - SHEET 1
T-505 UE-452312-T-505DT.dwg TELECOMMUNICATIONS MISCELLANEOUS DETAILS - SHEET 2
X T-506 UE-452312-T-506DT03.dwg 3 AM #0003 TELECOMMUNICATIONS MISCELLANEOUS DETAILS - SHEET 3
X T-507 UE-452312-T-507DT03.dwg 3 AM #0003 TELECOMMUNICATIONS - BUTTERFLY DIAGRAM
T-508 UE-452312-T-508DT.dwg TELECOMMUNICATIONS - WIRE TRAY DETAILS
STRUCTURAL - STANDARD DETAILS
ELECTRICAL - STANDARD DETAILS
AIRFIELD LIGHTING STANDARD DETAILS
MECHANICAL HVAC - STANDARD DETAILS
MECHANICAL PLUMBING - STANDARD DETAILS
TELECOMMUNICATION STANDARD DETAILS
(A) LARGE AIRCRAFT MAINTENANCE HANGAR - DRAWING INDEX - (CONTINUED)
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NO. SHEET FILE NAME
REVISIONS
TITLEREV NO.
AM/COP
NO.
TP100 UE-452312A-TP100PN.dwg COMPREHENSIVE - TELECOMMUNICATIONS PLAN - GROUND FLOOR
TP101 UE-452312A-TP101PN.dwg TELECOMMUNICATIONS PLAN - GROUND FLOOR - AREA 'A' - NORTHWEST QUADRANT
X TP102 UE-452312A-TP102PN03.dwg 3 AM #0003 TELECOMMUNICATIONS PLAN - GROUND FLOOR - AREA 'B' - NORTHEAST QUADRANT
TP103 UE-452312A-TP103PN.dwg TELECOMMUNICATIONS PLAN - GROUND FLOOR - AREA 'C' - SOUTHWEST QUADRANT
TP104 UE-452312A-TP104PN.dwg TELECOMMUNICATIONS PLAN - GROUND FLOOR - AREA 'D' - SOUTHEAST QUADRANT
TP105 UE-452312A-TP105PN.dwg COMPREHENSIVE - TELECOMMUNICATIONS PLAN - FIRST FLOOR
TP106 UE-452312A-TP106PN.dwg TELECOMMUNICATIONS PLAN - FIRST FLOOR - AREA 'A' - NORTHWEST QUADRANT
TP107 UE-452312A-TP107PN.dwg TELECOMMUNICATIONS PLAN - FIRST FLOOR - AREA 'B' - NORTHEAST QUADRANT
TP108 UE-452312A-TP108PN.dwg TELECOMMUNICATIONS PLAN - FIRST FLOOR - AREA 'C' - SOUTHWEST QUADRANT
TP109 UE-452312A-TP109PN.dwg TELECOMMUNICATIONS PLAN - FIRST FLOOR - AREA 'D' - SOUTHEAST QUADRANT
X TP400 UE-452312A-TP400PN03.dwg 3 AM #0003 ENLARGED TELECOMM ROOM
TP600 UE-452312A-TP600SH.dwg TELECOMMUNICATIONS CABINET SCHEDULE - SHEET 1
TP601 UE-452312A-TP601SH.dwg TELECOMMUNICATIONS CABINET SCHEDULE - SHEET 2
X TP602 UE-452312A-TP602SH03.dwg 3 AM #0003 TYPICAL BACKBONE AND HORIZONTAL DISTRIBUTION
X TP603 UE-452312A-TP603SH03.dwg 3 AM #0003 TELECOMMUNICATIONS DEVICE SCHEDULE
TELECOMMUNICATION
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(SEE NOTE 3)
X
X
X
SWITCH:
D = DIMMER (NOTE 5)
EXIT SIGN, ARROW INDICATES DIRECTION
PE = PHOTOELECTRIC CELL
4 = FOUR-WAY
3 = THREE-WAY
SWITCH, SINGLE POLE
TC = TIME CLOCK
DC = DIMMING CONTROL PANEL
LC = LIGHTING CONTACTOR
LIGHTING CONTROL:
WALL MOUNT
LED, WALL MOUNTED
LED, POLE MOUNTED
EMERGENCY
EXIT SIGN, SINGLE FACE, CEILING MOUNT
SHOWN, WALL MOUNT AS INDICATED BY WALL
MOUNT SYMBOL
EXIT SIGN, DOUBLE FACE, CEILING MOUNT
SHOWN, WALL MOUNT AS INDICATED BY WALL
MOUNT SYMBOL
LED RECESSED/PENDANT/SURFACE/RECESSED
EMERGENCY LED,RECESSED
EMERGENCY LED RECESSED/
PENDANT/ SURFACE
LED, RECESSED
a,b,c = DENOTES ROOM SWITCHING CONTROL
X
TRANSFORMER
FUSED DISCONNECT SWITCH
HORSEPOWER RATED DISCONNECT SWITCH
NON-FUSED DISCONNECT SWITCH
COMBINATION DISCONNECT WITH STARTER
MOTOR
LOCAL CONTROL PANEL
2 GANG SWITCHED SOCKET OUTLET
PANELBOARD, 400/230V
TRANSFER SWITCH (AUTOMATIC OR MANUAL)
SPECIAL PURPOSE RCPT OR CONNECTION
GROUND CONDUCTOR
GROUND ROD
GROUND
GROUNDING PIGTAIL
CATHODIC PROTECTION ANODE
CONDUIT
CONDUIT:
DUCTBANK
EMBEDDED
CONDUIT STUB WITH CAP
EXPOSED
FLUSH GROUND PLATE
LIGHTNING PROTECTION CONDUCTOR
GROUND ROD INSPECTION TEST PIT
GROUND CONDUCTOR CONNECTION
CATHODIC PROTECTION TEST STATION
NUMBER XX
CATHODIC PROTECTION UNDERGROUND
REFERENCE ELECTRODE
CATHODIC PROTECTION RECTIFIER
NUMBER XX
RCD= RESIDUAL CURRENT DEVICE
S = SHAVER/HAIR DRYER SOCKET
UNDERGROUND DIRECT BURIAL
MEDIUM VOLTAGE POTHEAD TERMINATION
* SOCKET OPTIONS, MOUNTING HEIGHT SHOWN ON
ELEVATION SUPERCEED HEIGHT INDICATED BELOW.
SHEE SHEET EP200-EP205 FOR ROOM ELEVATIONS:
WP = WEATHERPROOF
XP = EXPLOSION PROOF
THERMOSTAT
SURFACE RACEWAY (WIREMOLD)
CONDUIT TURN-DOWN
JUNCTION BOX
CONDUIT TEE BELOW
CONDUIT TURN-UP
MEDIUM VOLTAGE STRESS CONE TERMINATION
X
SERVICE ENTRANCE METER
LIGHTNING PROTECTION AIR TERMINAL
THROUGH ROOF TERMINAL
FINISHED FLOOR
TXX
R
RXX
J
ELECTRICAL GENERAL NOTESLIGHTINGPOWERGROUNDING
CATHODIC PROTECTION
RACEWAY
ELECTRICAL DEVICE MOUNTING HEIGHT
1. ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND
MAY NOT APPEAR ON THIS SET OF SHEETS.
2. FOR GENERAL LEGEND AND ABBREVIATIONS, SEE "GI" SHEETS.
3. FIXTURE SIZES MAY VARY ON PLANS X ON FIXTURE SYMBOL
DENOTES FIXTURE TYPE DESIGNATION. SEE FIXTURE SCHEDULE
ON SHEET EL601.
4. DIMMER SWITCHES USED FOR LED FIXTURES SHALL BE RATED
FOR LED DIMMING. DIMMING DRIVERS SHALL BE PROVIDED FOR
ALL FIXTURES ON DIMMABLE SWITCHES.
5. SEE TYPICAL WIRING SCHEMATIC PLANS FOR DIGITAL SMART
SWITCH REQUIREMENTS PER ROOM.
0 1
S
S
X
LED EXTERIOR, WALL MOUNTED FLOOD LIGHT
S S**
SWITCH, DOUBLE GANG
CL = MOUNTED CEILING
TV = TELEVISION RECEPTACLE (600mm BELOW
FINISHED CEILING) ISOLATED GROUND IN
OFFICES
OS OCCUPANCY SENSOR, CEILING MOUNTED
UNLESS NOTED
* JUNCTION BOX OPTIONS
AC = 150MM X 150MM X 100MM JUNCTION BOX
MOUNTED ABOVE CEILING
CCTV = 100MM SQUARE BACKBOX, WALL MOUNTED
300MM BELOW FINISHED CEILING
T = TIMER
R = RESTROOM AUTOMATIC
TOILET/SINK, WALL MOUNTED
LED, RECESSED, WET LENS
X
X
HEAT TRACE CABLE
* DS = DAYLIGHT SENSOR
OC = OCCUPANCY SENSOR
SS = STRUCTURAL STEEL
UF = UFER GROUND TO REBAR
* OPTIONS:
METRIC SIZE
EQUIVALENTS
(ELECTRICAL WIRE)
NEC 310.15
BS7671 TABLE
4E1A
14 2.5mm²
12 4.0 mm²
10 6.0 mm²
8 10.0 mm²
6 16.0 mm²
4 25.0 mm²
2 35.0 mm²
1 50.0 mm²
2/0 70.0 mm²
3/0 95.0 mm²
4/0 120 mm²
300 150 mm²
350 240 mm²
400 240 mm²
500 300 mm²
600 400 mm²
METRIC SIZE CONVERSION
USA TRADE
SIZE
USA METRIC
TRADE SIZE
1/2" 16mm
1" 27 mm
1-1/4" 35 mm
1-1/2" 41 mm
2" 53 mm
2-1/2" 63 mm
3" 78 mm
3-1/2" 91 mm
4" 103 mm
3/4" 21 mm
CONDUIT
WIRING
d1 = TWO SOCKET OUTLET MOUNTED 400mm AFF TO
BOTTOM OF BACKBOX
d2 = TWO SOCKET OUTLET WITH 2 AMP USB CHARGING PORT MOUNTED 600mm AFF TO BOTTOM OF
BACKBOX
d3 = TWO SOCKET OUTLET WITH 2 AMP USB CHARGING PORTS MOUNTED 900mm AFF TO BOTTOM OF
BACKBOX
d4 = TWO SOCKET OUTLET WITH 2 AMP USB CHARGING PORTS MOUNTED 1100mm AFF TO BOTTOM OF
BACKBOX
d5 = TWO SOCKET OUTLET MOUNTED 1700mm AFF TO
BOTTOM OF BACKBOX
XP= EXPLOSION PROOF CLASS 1 DIVISION 2
RECEPTACLE 1000MM AFF (UNO)
CLNG= CEILING MOUNTED RECEPTACLE
CABLE REEL CLASS I DIV 2 LED STRIP LIGHT WITH
SPECIAL RECEPTACLE
* RECEPTACLE OPTIONS, IF REQ'D
XP = EXPLOSION PROOF CLASS 1 DIVISION 2
CABLE REEL
X
HIGH BAY PENDANT FIXTURE
LED WALLPACK
S = SMART SWITCH 1100MM AFF
XP = EXPLOSION PROOF SINGLE POLE SWITCH
PB = PUSHBUTTON ON/OFF
5" 129 mm
6" 155 mm
750 400 mm²
1000 630 mm²
1/0 70.0 mm²
3 35.0 mm²
AWG METRIC
CONDUIT STUB
UNDERGROUND CONDUIT
TMGB OR TGB
TELECOM GENERAL NOTES
1. ALL SYMBOLS SHOWN ON THIS SHEET MAY NOT APPEAR ON CONTRACT
DRAWINGS.
2. ALL COMMUNICATIONS INSTALLATIONS AND EQUIPMENT SHALL MEET
UFC 3-580-01 REQUIREMENTS.
3. SPACING OF NEW MANHOLES AND HANDHOLES SHALL NOT EXCEED 180
METERS.
4. THE CONTRACTOR SHALL TERMINATE ALL COMMUNICATION CABLES
PROVIDED BY THIS CONTRACT.
5. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ALL
COMMUNICATION WORK IN THIS CONTRACT. THIS INCLUDES, BUT IS NOT
LIMITED TO, TERMINATIONS, SPLICES, EQUIPMENT LOCATIONS,
CUTTING CABLES, ABANDONING CABLES, REMOVING CABLES, AND
IDENTIFYING CABLES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION
OF ALL UNDERGROUND PIPING, FOUNDATIONS, DUCTBANKS, AND
OTHER UNDERGROUND OBSTRUCTIONS IN THE VICINITY OF
CONSTRUCTION AND DEMOLITION AREA.
7. COMMUNICATION BACK BOX SHALL BE 125MM X 125MM X 73 UNLESS
NOTED OTHERWISE.
SECURITY LEGEND
CCTV
STA
CCTV OPERATING STATION
LOCATION (GFGI)
CCTV CAMERA LOCATION (GFGI)
LADDER TYPE CABLE TRAY. SEE PLANS AND
DETAILS FOR SIZES AND MOUNTING
HEIGHTS.
TELEPHONE BACK BOX AND COVER PLATE
* OPTIONS (MOUNTING HEIGHT SHOWN ON
ELEVATION SUPERCEED HEIGHT INDICATED
BELOW. SHEE SHEET EP200-EP205 FOR ROOM
ELEVATIONS:)
W = WALL PHONE MOUNTED 1225MM AFF, SEE
DETAIL SHEET T-504
WP = EXTERIOR WALL PHONE MOUNTED 1225MM
AFF, SEE DETAIL SHEET T-504
4 = QUAD PLEX PLATE WITH TWO (4) DUPLEX LC
OUTLET MODULES. PROVIDE FOUR (4)
DUPLEX HORIZONTAL OM4 CABLES
FUSION SPLICED TO THE DUPLEX LC OUTLET
MODULE PIGTAILS. MOUNTED 1524MM AFF
2 = QUAD PLEX PLATE WITH TWO (2) DUPLEX LC
OUTLET MODULES AND TWO BLANK FILLER
MODULES. PROVIDE TWO (2) DUPLEX
HORIZONTAL OM4 CABLES FUSION SPLICED
TO THE DUPLEX LC OUTLET MODULE
PIGTAILS. MOUNTED 1200 MM AFF
1 = SINGLE LC FIBER OPTIC. MOUNTED 1524 MM
AFF
S = CONTRACTOR PROVIDE SURFACE MOUNTED
RACEWAY, BACK BOX, AND QUAD PLEX PLATE
WITH FOUR BLANK FILLER MODULES MOUNTED
1524 MM AFF. FIBER CABLE AND TERMINATIONS
ARE "BY OTHERS".
F = SINGLE LC FIBER OPTIC MODULE WITH 3 BLANK
INSERTS FOR FIRE ALARM
EQUIPMENT 1524 MM AFF
C = QUAD PLEX PLATE WITH TWO (2) DUPLEX LC
OUTLET MODULES AND TWO BLANK FILLER
MODULES. PROVIDE TWO (2) DUPLEX
HORIZONTAL OM4 CABLES FUSION SPLICED
TO THE DUPLEX LC OUTLET MODULE
PIGTAILS. LOCATE ADJACENT TO CAMERA
MOUNT TO STRUCTURE
SOLID BOTTOM/COVERED OR WIRE MESH
TYPE CABLE TRAY. SEE PLANS AND DETAILS
FOR SIZES AND MOUNTING HEIGHTS.
LED, CEILING MOUNTED,
INCANDESCENT BEACONX
LED, CYLINDRICAL PENDANT FIXTURE
X
AT = ASTRONOMICAL TIMER
STATIC GROUND CONNECTION
HAND DRYER
TV RG6 COAX WALL OUTLET 600MM AFF
CABLE REEL WITH CLASS I DIV 2 LED STRIP
LIGHT WITH NON-FUSED DISCONNECT.
DISCONNECT MAY BE INTEGRAL TO CABLE REEL
OR MOUNTED ADJACENT TO CABLE REEL. SEE
DETAIL ON SHEET EL503.
L
INTERNATIONAL
METRIC TRADE
SIZE
15mm
25 mm
35 mm
40 mm
50 mm
65 mm
80 mm
90 mm
100 mm
20 mm
125 mm
150 mm
METRIC TRADE
SIZE (ID)
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
XP = EXPLOSION PROOF LIGHT
XP = EXPLOSION PROOF REEL
TRAY
DESCRIPTION
YYY*XXX-TOCT-ZZZZ WHERE YYY=CABLE TRAY
WIDTH, XXX=HEIGHT OF RAILS OR RETAINING POSTS,
ZZZZ= MOUNTING HEIGH ABOVE FINISHED FLOOR.
US Army Corps of Engineers ®
SHEET ID
U S
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UNLESS OTHERWISE NOTED ALL LINEAR
DIMENSIONS SHOWN, ARE IN MILLIMETERS.
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2600 OR 3000250 250
V A
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S V
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S
300Ø
B
L I N
D I N
G
C O
N C
R E
T E
D12@300 T&B
D
(TYP)
D12@250 T
D16@250 B
D12@250
D16@250
MANHOLE
COVER
WATERSTOP
BLOCKOUT FOR DUCT
BANK AND CONDUIT
(SEE DRAWING E-512
AND E-513)
HYDROPHILIC
WATERSTOP
D16@250
WATERSTOP
(TYP)
SUMP PIT
D12 POLYETHYLENE -
2 LAYERS
D12@300
T&B
(NOTE: COORDINATE REINFORCEMENT LOCATIONS WITH
PULLING IRON LOCATIONS. SEE DRAWING E-503 AND E-504.)
1230150 150
V A
R I E
S V
A R
I E
S
I N
D I N
G
C O
N C
R E
T E
D12@300 T&B
(TYP)
D16@250 (TYP)
MANHOLE
COVER
WATERSTOP (TYP)
BLOCKOUT FOR DUCT BANK AND
CONDUIT (SEE DRAWING E-511)
HYDROPHILIC WATERSTOP
AROUND BLOCKOUT
D12
POLYETHYLENE - 2
LAYERS
D12@300 T&B
(NOTE: COORDINATE REINFORCEMENT LOCATIONS WITH PULLING IRON LOCATIONS. SEE DRAWING E-502.)
SUMP PIT
3-D12 ABOVE BLOCKOUT
D12@300 DOWELS
(CONTINUOUS WHERE
BLOCKOUT NOT USED)
300 Ø
D12@250 (TYP)
M I D
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
P
F
E
N G
I N
E E
R S
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN METERS.
M
R
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S U
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A
M E
N D
M E
W
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D
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M I
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D T
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S-530
P V
O G
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M A
N H
O
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N
D H
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S
T R
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T U
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D
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A I L
S
U
N I R
SCALE: 1:20
TYPICAL MANHOLE DETAIL
SCALE: 1:10
TYPICAL HANDHOLE DETAIL
5 5
AutoCAD SHX Text 1.00
AutoCAD SHX Text .50
AutoCAD SHX Text
AutoCAD SHX Text 1:10
AutoCAD SHX Text
AutoCAD SHX Text .50
AutoCAD SHX Text
AutoCAD SHX Text 1:20
AutoCAD SHX Text
PULLING
IRON
GROUNDING PENETRATION
(GLAND)
TYPICAL MANHOLE NOTES:
PRECAST
CONCRETE
EARTHING PIT
BARE 70mm² COPPER
GROUND CONDUCTOR
ROUTED IN ELECTRICAL
DUCT BANK
GRADE LEVEL
MIN
450 MIN
SCALE: NONE
TYPICAL MANHOLE DETAIL
SCALE: NONE
TYPICAL MANHOLE ENTRY
CONFIGURATION DETAIL
GROUNDING PENETRATION
(GLAND)
HORIZONTAL CONTROL LOCATION,
COORDINATE WITH MANHOLE /
HANDHOLE SCHEDULE
GROUND
ROD
GROUND BAR
1. CONTRACTOR SHALL HAVE GOVERNMENT APPROVED SHOP DRAWINGS PRIOR TO
MANUFACTURING OF EACH MANHOLE. SEPARATE MANHOLE SHOP DRAWING SHALL BE
PROVIDED FOR CHANGES IN NUMBER OF DUCTS ENTERING THE MANHOLE AND CHANGES IN
THE DUCT ENTRY CONFIGURATION. SHOP DRAWING SHALL IDENTIFY THE PROJECT
MANHOLES UTILIZING EACH SHOP DRAWING.
2. MANHOLE SHALL HAVE MINIMUM INSIDE MEASUREMENTS OF 3M(W)X3M(L)x2.45M(D), AASHTO H20 LOADING AND 30% IMPACT FACTOR.
3. MANHOLE SHALL HAVE A 900mm CIRCULAR COVER WITH A AASHTO H20 LOADING AND 30%
IMPACT FACTOR. UNDER THE COVER THERE SHALL BE A COVER LOCKING SECURITY DEVICE.
4. MANHOLE SHALL HAVE 300mm DIAMETER CIRCULAR, 100mm DEEP, SOLID BOTTOM SUMP
CENTERED IN FLOOR OF MANHOLE. FLOOR OF MANHOLE SHALL SLOPE/DRAIN TO THE SUMP.
5. PROVIDE TWO PULLING IRON ADJACENT TO STANCHION ON EACH WALL 600mm ABOVE
FLOOR OF MANHOLE.
6. PROVIDE DUCT OPENING LOCATIONS PER SITE PLAN SCHEDULE, ADJUST HEIGHTS AS
REQUIRED FOR ELEVATIONS AT SITE, DUCT SPACING, SIZES AND TYPES ARE TYPICAL. DUCT
ENTRY INTO MANHOLE SHALL BE A MINIMUM OF 600mm BELOW FINISHED GRADE.
7. DUCT OPENINGS SHALL ENTER THE MANHOLE IN A SPLAYED CONFIGURATION ALLOWING
FOR FUTURE DUCT ENTRY ON SAME SIDE OF MANHOLE.
8. DUCTS ENTERING MANHOLES SHALL BE SCHEDULE 80 PVC CONDUIT. DUCT SHALL BE A
MINIMUM OF 100mm NOMINAL INSIDE DIAMETER AND UTILIZE BELL ENDS ON THE INTERIOR
WALL PENETRATION. PVC DUCT INSTALLED IN MANHOLE DURING MANUFACTURING SHALL
EXTEND FROM EXTERIOR OF THE MANHOLE 400mm, CUT STRAIGHT AND SMOOTH.
9. MANHOLE MANUFACTURE SHALL INSTALL REMOVABLE, WATER TIGHT, HIGH IMPACT
PLASTIC, MECHANICAL EXPANSION DUCT PLUGS FOR EACH DUCT ENTRY INTERIOR TO THE
MANHOLE.
10. WHEN DUCT BANK IS CONCRETE ENCASED, FORM DUCT BANK FROM MANHOLE OUT FIVE
METERS FROM MANHOLE ALLOWING FOR FUTURE DUCT BANK ENTRY ON SAME SIDE OF
MANHOLE. DO NOT TRENCH POUR CONCRETE UP TO MANHOLE AND BLOCK FUTURE
ACCESS.
11. MANHOLE CABLE RACKS SHALL BE MANUFACTURED OF HEAVY DUTY NON-METALLIC
(POLYCARBONATE) CONSISTING OF A STANCHION AND ADJUSTABLE ARMS THAT LOCK INTO
THE STANCHION. THE STANCHION SHALL BE ATTACHED TO THE WALL OF THE MANHOLE
WITH STAINLESS STEEL HARDWARE PER MANUFACTURE RECOMMENDATIONS. EACH
MANHOLE SHALL BE PROVIDED WITH EIGHT STANCHIONS 2000mm LONG AND 24 RACK ARMS 520mm LONG.
12. PROVIDE PRECAST CONCRETE EARTHING PIT GROUND ROD INSPECTION HOUSING WITH
COVER AND A 20mm X 3M COPPER GROUND ROD. ROUTE 25mm² COPPER GROUND
CONDUCTOR FROM ROD THROUGH SIDE OF THE MANHOLE TO A GROUNDING BUS BAR
MOUNTED ON SIDE OF MANHOLE AS SHOWN. SEAL OPENING AROUND CONDUCTOR IN
SIDEWALL WITH SILICONE. BOND ALL METALLIC CONDUCTIVE SURFACES IN THE MANHOLE
TO THE GROUND BUS BAR. BOND FRAME OF THE COVER TO THE GROUND BUS BAR. WHEN
A BARE GROUND CONDUCTOR IS ROUTED WITH THE DUCT BANK (ELECTRICAL) CONNECT
BARE GROUND CONDUCTOR TO GROUND BUS BAR.
13. CONTRACTOR SHALL INSTALL A DOUBLE LAYER (2 PLY) OF WATERPROOFING SEALANT AND
BITUMINOUS MATERIAL FOR THE FULL HEIGHT OF CONCRETE SURFACES BELOW GRADE.
CONTRACTOR SHALL BACKFILL AROUND MANHOLE A MINIMUM OF 500mmOF SALT FREE
AND ROCK FREE SOIL FULL HEIGHT ON ALL SIDES.
14. AFTER CONDUIT DUCTS ARE INSTALLED AND CONNECTED THE CONTRACTOR SHALL APPLY
WATERPROOFING SEALANT AND BITUMINOUS MATERIAL ON ALL CONCRETE ENCASEMENT
ONE METER FROM MANHOLE.
15. SEE SHEET S-530 FOR STRUCTURE MANHOLE DETAIL.
ELECTRICAL
SCALE: NONE
MANHOLE COVER DETAIL
MANUFACTURE INTO THE COVER A
MINIMUM 150mmx350mm FLAT SMOOTH
SURFACE WITH TWO 12mm STAINLESS
BOLTS TAPPED INTO THE COVER FOR
MOUNTING 6mm THICK, 100mmx300mm
ENGRAVED PLASTIC MANHOLE
IDENTIFICATION LABELS
CAST IRON FRAME AND
COVER
PROVIDE 75mmx600mm
SURFACE AND ENGRAVE
"ELECTRICAL" OR
"COMMUNICATION" INTO COVER
UTILIZING 40mm HIGH LETTERS
DIAMOND PATTERN
16mm DIA RING
HANDLE TWO (2)
EACH REQUIRED
SCALE: NONE
HEAVY DUTY NON-METALLIC
CABLE RACK DETAIL
PULLING
IRON
MANHOLE
COVER
NUMBER OF CONDUITS DEPENDS OF
DUCT CONFIGURATION
CONCRETE ENCASED
DUCT BANK WHEN
REQUIRED
BOND COVER
FRAME TO
GROUNDING BAR
SUMP PIT
SUMP PIT
NOTES:
MANHOLE OUTSIDE WALL
DUCT BANK (CONCRETE
OR SAND ENCASED)
100MM SCH80 PVC
COUPLING (IF REQUIRED)
MANHOLE INSIDE WALL
RUBBER "WATERSTOP
GROUTING RING" AND
CLAMP
100MM SCH80 PVC
BELL END FITTING
NON-SHRINKING GROUT
NON-SHRINKING GROUT
1. CONTRACTOR SHALL ENSURE ALL PENETRATIONS ARE
WATER TIGHT.
2. CONTRACTOR SHALL ENSURE CONSTRUCTION JOINT
BETWEEN THE CONCRETE ENCASED DUCT BANK AND
MANHOLE IS FREE FROM DEBRIS AND WATER TIGHT.
SCALE: NONE
MANHOLE SECURITY
LOCK DOWN DEVICE DETAIL
SECURITY LOCKING
MECHANISM
LOCK DRY
PAN
COVER
SCALE: NONE
MANHOLE CONDUIT
PENETRATION DETAIL
MANHOLE COVER
CABLE
RACK
NOTE: DIMENSIONS SHOWN TYPICAL, UNO.
25mm
BARE COPPER (TYP)
M I D
D
S
T
D
I S
T R
I C
T
P O
B
W I N
C H
E S
T E
R
V
A
F I L E
N A
M E
A N
S I
D
A L
D
H A
F R
A
A
F B
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N I T
A
B
E
M I R
A T
E S
L A
R G
E
A
I R
C R
A F
T
M
A I N
T E
N A
N C
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H
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G A
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S O
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I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
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K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN METERS.
R
E I S
S U
A
M E
N D
M E
R
E I S
S U
A
M E
N D
M E
W
E R
D
J
G
A V
I N
M I
A
L S
A E
E D
U E
E
D
T
D
W G
E-503
L O
W
V
O L
T A
G
E
C T
R I C
E L
E C
O M
M U
N I C
A T
I O
N
M A
N H
O L
E
P V
O G
E L
E L
E C
T R
I C
T
A I L
S
S
H E
U
N I R
ANCHOR
CONCRETE
CABLE SUPPORT
ARM (TYP)
PULLING
IRON
GROUNDING
PENETRATION (GLAND)
TYPICAL MANHOLE NOTES:
PRECAST
CONCRETE
EARTHING PIT
BARE 95mm² COPPER
GROUND CONDUCTOR
ROUTED IN ELECTRICAL
DUCT BANK
GRADE LEVEL
SCALE: NONE
TYPICAL MV ELECTRICAL MANHOLE DETAIL
SCALE: NONE
TYPICAL MV MANHOLE ENTRY CONFIGURATION DETAIL
GROUNDING PENETRATION
(GLAND)
900mm MANHOLE
COVER
GROUND
ROD
GROUND BAR
1. CONTRACTOR SHALL HAVE GOVERNMENT APPROVED SHOP DRAWINGS PRIOR TO
MANUFACTURING OF EACH MANHOLE. SEPARATE MANHOLE SHOP DRAWING SHALL BE
PROVIDED FOR CHANGES IN NUMBER OF DUCTS ENTERING THE MANHOLE AND CHANGES IN
THE DUCT ENTRY CONFIGURATION. SHOP DRAWING SHALL IDENTIFY THE PROJECT
MANHOLES UTILIZING EACH SHOP DRAWING.
2. MANHOLE SHALL HAVE MINIMUM INSIDE MEASUREMENTS OF 3M(W)X3M(L)x2.45M(D), AASHTO H20 LOADING AND 30% IMPACT FACTOR.
3. MANHOLE SHALL HAVE A 900mm CIRCULAR COVER WITH A AASHTO H20 LOADING AND 30%
IMPACT FACTOR. UNDER THE COVER THERE SHALL BE A COVER LOCKING SECURITY DEVICE.
4. MANHOLE SHALL HAVE 300mm DIAMETER CIRCULAR, 100mm DEEP, SOLID BOTTOM SUMP
CENTERED IN FLOOR OF MANHOLE. FLOOR OF MANHOLE SHALL SLOPE/DRAIN TO THE SUMP.
5. PROVIDE TWO PULLING IRON ADJACENT TO STANCHION ON EACH WALL 600mm ABOVE
FLOOR OF MANHOLE.
6. PROVIDE DUCT OPENING LOCATIONS PER SITE PLAN SCHEDULE, ADJUST HEIGHTS AS
REQUIRED FOR ELEVATIONS AT SITE, DUCT SPACING, SIZES AND TYPES ARE TYPICAL. DUCT
ENTRY INTO MANHOLE SHALL BE A MINIMUM OF 750mm BELOW FINISHED GRADE.
7. DUCT OPENINGS SHALL ENTER THE MANHOLE IN A SPLAYED CONFIGURATION ALLOWING
FOR FUTURE DUCT ENTRY ON SAME SIDE OF MANHOLE.
8. DUCTS ENTERING MANHOLES SHALL BE SCHEDULE 80 PVC CONDUIT. DUCT SHALL BE A
MINIMUM OF 150mm NOMINAL INSIDE DIAMETER AND UTILIZE BELL ENDS ON THE INTERIOR
WALL PENETRATION. PVC DUCT INSTALLED IN MANHOLE DURING MANUFACTURING SHALL
EXTEND FROM EXTERIOR OF THE MANHOLE 400mm, CUT STRAIGHT AND SMOOTH.
9. MANHOLE MANUFACTURE SHALL INSTALL REMOVABLE, WATER TIGHT, HIGH IMPACT
PLASTIC, MECHANICAL EXPANSION DUCT PLUGS FOR EACH DUCT ENTRY INTERIOR TO THE
MANHOLE.
10. WHEN DUCT BANK IS CONCRETE ENCASED, FORM DUCT BANK FROM MANHOLE OUT FIVE
METERS FROM MANHOLE ALLOWING FOR FUTURE DUCT BANK ENTRY ON SAME SIDE OF
MANHOLE. DO NOT TRENCH POUR CONCRETE UP TO MANHOLE AND BLOCK FUTURE
ACCESS.
11. MANHOLE CABLE RACKS SHALL BE MANUFACTURED OF HEAVY DUTY NON-METALLIC
(POLYCARBONATE) CONSISTING OF A STANCHION AND ADJUSTABLE ARMS THAT LOCK INTO
THE STANCHION. THE STANCHION SHALL BE ATTACHED TO THE WALL OF THE MANHOLE
WITH STAINLESS STEEL HARDWARE PER MANUFACTURE RECOMMENDATIONS. EACH
MANHOLE SHALL BE PROVIDED WITH EIGHT STANCHIONS 2000mm LONG AND 24 RACK ARMS 520mm LONG.
12. PROVIDE PRECAST CONCRETE EARTHING PIT GROUND ROD INSPECTION HOUSING WITH
COVER AND A 20mm X 3M COPPER GROUND ROD. ROUTE 25mm² COPPER GROUND
CONDUCTOR FROM ROD THROUGH SIDE OF THE MANHOLE TO A GROUNDING BUS BAR
MOUNTED ON SIDE OF MANHOLE AS SHOWN. SEAL OPENING AROUND CONDUCTOR IN
SIDEWALL WITH SILICONE. BOND ALL METALLIC CONDUCTIVE SURFACES IN THE MANHOLE
TO THE GROUND BUS BAR. BOND FRAME OF THE COVER TO THE GROUND BUS BAR. WHEN
A BARE GROUND CONDUCTOR IS ROUTED WITH THE DUCT BANK (ELECTRICAL) CONNECT
BARE GROUND CONDUCTOR TO GROUND BUS BAR.
13. CONTRACTOR SHALL INSTALL A DOUBLE LAYER (2 PLY) OF WATERPROOFING SEALANT AND
BITUMINOUS MATERIAL FOR THE FULL HEIGHT OF CONCRETE SURFACES BELOW GRADE.
CONTRACTOR SHALL BACKFILL AROUND MANHOLE A MINIMUM OF 500mmOF SALT FREE
AND ROCK FREE SOIL FULL HEIGHT ON ALL SIDES.
14. AFTER CONDUIT DUCTS ARE INSTALLED AND CONNECTED THE CONTRACTOR SHALL APPLY
WATERPROOFING SEALANT AND BITUMINOUS MATERIAL ON ALL CONCRETE ENCASEMENT
ONE METER FROM MANHOLE.
15. SEE SHEET S-530 FOR STRUCTURE MANHOLE DETAIL.
ELECTRICAL
SCALE: NONE
TYPICAL MV MANHOLE COVER DETAIL
MANUFACTURE INTO THE COVER A
MINIMUM 150mmx350mm FLAT SMOOTH
SURFACE WITH TWO 12mm STAINLESS
BOLTS TAPPED INTO THE COVER FOR
MOUNTING 6mm THICK, 100mmx300mm
ENGRAVED PLASTIC MANHOLE
IDENTIFICATION LABELS
CAST IRON FRAME AND
COVER
PROVIDE 75mmx600mm
SURFACE AND ENGRAVE
"ELECTRICAL" INTO COVER
UTILIZING 40mm HIGH LETTERS
DIAMOND PATTERN
16mm DIA RING
HANDLE TWO (2)
EACH REQUIRED
SCALE: NONE
TYPICAL MV MANHOLE
NON-METALLIC
CABLE RACK DETAIL
PULLING
IRON
900mm MANHOLE
COVER
NUMBER OF CONDUITS DEPENDS
OF DUCT CONFIGURATION
CONCRETE ENCASED
DUCT BANK WHEN
REQUIRED
BOND COVER
FRAME TO
GROUNDING BAR
SUMP PIT
SUMP PIT
NOTES:
MANHOLE OUTSIDE WALL
DUCT BANK (CONCRETE
OR SAND ENCASED)
150MM SCH80 PVC
COUPLING (IF
REQUIRED)
MANHOLE INSIDE WALL
RUBBER "WATERSTOP
GROUTING RING" AND
CLAMP
150MM SCH80 PVC
BELL END FITTING
NON-SHRINKING GROUT
NON-SHRINKING GROUT
1. CONTRACTOR SHALL ENSURE
ALL PENETRATIONS ARE WATER
TIGHT.
2. CONTRACTOR SHALL ENSURE
CONSTRUCTION JOINT BETWEEN
THE CONCRETE ENCASED DUCT
BANK AND MANHOLE IS FREE
FROM DEBRIS AND WATER TIGHT.
SCALE: NONE
TYPICAL MV MANHOLE SECURITY
LOCK DOWN DEVICE DETAIL
SECURITY LOCKING
MECHANISM
LOCK DRY
PAN
COVER
SCALE: NONE
TYPICAL MV MANHOLE CONDUIT
PENETRATION DETAIL
HORIZONTAL CONTROL LOCATION,
COORDINATE WITH MANHOLE /
HANDHOLE SCHEDULE
CABLE RACK
160 160 160 160 160 160
500 500
CABLE
RACK
25mm
BARE COPPER (TYP)
M I D
D
S
T
D
I S
T R
I C
T
P O
B
W I N
C H
E S
T E
R
V
A
F I L E
N A
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A N
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A L
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H A
F R
A
A
F B
U
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A
B
E
M I R
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L A
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E
A
I R
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A F
T
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A I N
T E
N A
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A N
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A T
I O
N
N
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S I G
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B
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B
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I S
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E
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A T
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN METERS.
R
E I S
S U
A
M E
N D
M E
R
E I S
S U
A
M E
N D
M E
W
E R
D
J
G
A V
I N
M I
A
L S
A E
E D
U E
E
D
T
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W G
E-504
M E
D I U
M
V
O L
T A
G
E
C T
R I C
A L
M A
N H
O L
E
P V
O G
E L
E L
E C
T R
I C
T
A I L
S
S
H E
U
N I R
ANCHOR
CONCRETE
CABLE SUPPORT
ARM (TYP)
| GI001 |
| GI003 |
| GI008 |
| S-530 |
| E-503 |
| E-504 |
File details come from the government source that posted it.